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HomeMy WebLinkAbout36819 Precita TerrLl E ti. ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL G ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK, BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE l/R ONE ROD COND. CONDITION l/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ, HORIZONTAL W/ WITH INSUL. INSULATION wC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )VTJOT)lan TM C " rn na-i n ip. "I"- 90 Matawan Road LLC Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "A" 36819 PRECITA TERRACE ZEPHYRHILLS, FL 33542 LOT 057 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOTAL A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF LANAI 120 SF TOTAL UR 2,863 SF BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP-1 WP-2 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST & SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & RAILING DETAILS BUILDING SECTION TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST AND SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL 010PK SHW_L C0k'jP0-_ VVITH PREVAILING CCU AND ;Tt 4' ZE',PHY -HILL 0RID Q E S REVIEW DATE CITY F LL PLAN EXAMINER W o°� > �Q0 w=pl— � U w W a Z) I-- Lu =�>Q �Ir�� ul0006 cn zzz~z cr<cna� Lu z: rr �cnp00 p=zLL.cn �F-azcz Q o Q cd W v w a O3: U) z 0 w J O O 'a U (0 0 w w O_ R lz tn W 0 � d W cn c ONo 77824 cr STATE OF ' 011 6t✓ :rLORIV�,'•�e�� l//llilli� COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET cs I DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1. TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION. R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED, DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: p 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZIN G. G. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. A M A/±CC. R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EGRESS: R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BEND INGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRAS'PABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11 /4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEG IN WITHIN A DISTANCE OF 4 INCH 1 MM MEASURED VERTICALLY FROM E 3/ 9 SU C OM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). GUARDS: R312.1.1 WHERE REQUIRED GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS RAMPS AND LANDINGS, THAT ARE LOCATED MORE TH AN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR GU OPENINGS GS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8 INCHES (111 MM) IN DIAMETER. CONCRETE FLOORS: R506.2.3 VAPOR RETARDER A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. WALL COVERING: R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTUREROS RECOMMENDATIONS. TABLE R702.4.2BACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED S ALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. ROOF ASSEMBLIES: R903.2 FLASHING FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PUBLISHED LITERATURE. R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING METHODS: 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH 5035, AND S ASTM D HALL S MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS THAN 3/4 INCH INTO THE ROOF SHEATHING. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. R905.3 CLAY AND CONCRETE TILE THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. EXHAUST SYSTEMS: M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M1502.4.5 DRYER DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. INSPECTION NOTES: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. a Lu �-_CC Luz0_r wLuz0 >OC¢0 LU a Q � LLJ Lu _ I- J > Y O I- z U-00C/) zzFul - zZ z U)< Z LU (L :E -iU)❑OU Z) = Z LL U) �I-aZ❑ cz ,�V r� cz � Q a o Q 0 U) 0 w O L) z O i� n 0 w ft z O w r.i U A w w O_ U) w G (n Z O w �.. 0 cn /� < a EAV S'�� '• r e • ' No 77824 e e e r r r e r e r 4: '• STATE OF 4 COMMUNITY: LINKS @ CALU A SPRINGS i PLAN # 6102 RELEASED: 9/21/21 SHEET i CS2 i z u 4 z O J z A z O r z z Q r O r a z z J n D r i ii r u n r n L n t� n L D r r L L D r L r Li t D 7 2 4. CV 0 N s BEDROOM 2 BEDROOM 3 BEDROOM 4 8'-0" CLG - 8'-0" CLG I *3050 SH I I *3050 SH *3050 SH (36"X60" EGRESS)I I I (36"X60" EGRESS) (36"X60" EGRESS) 5'-711 I 15,-7" I 9'-0" 4'-1011 I ROOF BELOW I� 6- m- __j SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" 35'-0" 13'-0" 01 12'-0" 10'-0" 11 '-0" 6„ STUCCO WRAPPED d o ---- BEAM Ca —� o It ui = STUCCO WRAPPED a a F 4X6 POSTS a F � LANAI � II02 I �� 8'-8" CLG. C) m MOISTURE RESISTANT 00 0 o C) 1 F DRYWALL CEILING -1 o T 40 9'-4" 13'-4" I 7'-2" 6-2 Hy I I I I 35 SH 6068 SGD TEMP. 23 SH 000 D/W El 70 C6 c I 0) GREAT ROOM DINING AREA Lo KITCHEN 1 8'-8" CLG 8'-8" CLG 8'-8 CLG 11 22'-5" 3'_3„ 7 -82 1 CIO — � rO T 30 ' I I 00 36" HT. FLAT T *- COUNTERTOP Ni ISLANDS I 2x4 STUD WALL & Y SOFFIT BELOW STAIR °C 3 -52 nOPT. I I W/ 2" GYPSUM BD. 00 u REF I 1 9,_42„ 6'-0„ 3'-7„ 8'-02„ � 4'-3' ii 2,_�„ 2" LOW _WA W-A1 I i i i I i i lili IICI I �0-IN _ J 211 co 2 Y_i —N UP I IPTR`) 3-SIDED ACRYLIC -- -- SURROUND I I I I I I I II I 8 d RL I M 36° HT HND I I I I I I II I I .tit o 00 00 o 1 00 2868 SC 'A"SELF cV 00 00 c00 eM cy) U WC LAV �N TT CLOSER 2'-O° cl) Y' � x = BATHE s� °CLO LINE OF 2" t o 9'_1" 6-32 CONC.CURB d. 2 CAR GARAGE BOLLARD PER d 1/2" WALL BOARD _ ON GARAGE SIDE COMMUNITY _ 5/8" TYPE X SPEC'S -------------- a � d PROVIDE CEILING BOARD R&S _ CL (4)12" SH CV INSULATION AS ABV. o= REQ'D W cc p z , XFER _ co O 3'-0" GRILL o nI rL 5'-112„ 3,_12„ 1,_31„ FOYER N N 8' -8" CLG EXTRA SUITE �---------------------------------------�� BEDROOM I I 8'-8" CLG cV CV RK T I I ' I I CV I I T I ' 5'-32„ 1 18'-32" I : 16'XT GARAGE DOOR PWA *25 SH 1 I 4'-0" 37'x63" EGRESS8'_0" �- 5'-8" iFF 16'-0"LL 0 ENTRY 10 � I d 9 8'-8" CLG i~ 00 i d d In g@)i gu ID J, FLAT SOFFIT @ 8'-0" 12X12 COL. O O T 1_O , 41 _8 11 I_0„ f- 10 10'-4" 6'-8" 18'-0" 35'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" REF. 'ATERLINE 2X66WWALL /2 A LEGEND SYMBOLS A BUILDING/WALL SECTION sxr MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE C@p ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM ,J STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OB INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAX. 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. BASE CABINET AS ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINSH F OIOR1 rSUBFLOOR x r)Jm It F-W Wz0a wLuz0 >oCQO W F- (/) U W W Q = W ~ IL CA W 06LL0oW W J Q Z _ w LL 0U = z LL (A �F-QZ� C g Q, a N Q O F- Q O Z 0 0U) z r� V o cn a a z r, 0 0 O m U w MEMO W w w Z 0 } 0. w U z oQ ui - r A W,1.9 0 W*�__ %c Al e • a ° NO 77824 v v v v � ' a STATE OF ° 011 °♦ 9 ♦ m4uil top 1,0 CO e e LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED; 9/21/21 SHEET A l l o z n ^z J z JJ GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD WINDOW SILL WINDOW HEAD AND SILL DETAILS SCALE: 3/4"=1'-0" 2'-0" T co � FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 12 (TYP.) 24"x37" DECORATIVE FOAM 5 LOUVERED DETAIL p 6" FASCIA cv 4" WIDE STUCCO BAND (+1) T P 1A/Ai l o d bT T Y 12x12 COLUMN i I 4" WIDE STUCCO BAND (+1) 00 2 _ _ o I �� zb I- 4" WIDE STUCCO BAND (+1) I I 25 SH i. c — FIN. FLR. s- FRONT ELEVATION SCALE: 1 /4"=1'-0" 3068 16070 GARAGE DOOR 1 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (+1) 4" WIDE STUCCO BAND (+1) 8" WIDE STUCCO BAND (+1) li FA R PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE :-.±; "''ys:'•`=v. BODY COLOR FINISH :`x°" Y' SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) FOAM/POLY NECK TRIM ell 1 " 12" CMU COLUMN, SAND FINISHED STUCCO , SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" IY W } 2 CC � z00= H >Lij �¢o w7)pl- cnUWw ¢�WI- >J Y O I- z ,,dLLOOC/) z z z F- Z_ i Q 2 .J LLI a- 2 it B- �U) 0Q Z)2ZILL U) <t E cz n o n Q o O �Q a U) z O O (D O w U j O w i 0 w O cd A z O w LLM w 1 0 R Ix U U) w LLJ U) z z 0 _o � e a e No 77824 e , � e e e� STATE OF ;' 44, CO e LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET A2. I 41 4 1'-011 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) LEFT ELEVATION SCALE: 1 /4"=1'-0" P9--Y nl liki-1 r- Ml m RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 Fr::--�-/ 5:12 0 12 5 0 a A FIN. FLR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE ; �::.;: �^ �, •• `G BODY COLOR FINISH r sir; Ai+p<• SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 2 W } 2 2 LLI S'O>� } >o Qo LLJ Q 0 Zi Lu _ > J J 0l LL Y Q F— z // u- O U) _O zzzF=ZLu J Q J W E 2 2 � �c)p00 =ZL.(n �F-¢zo N n O Q O U) O O O L) O Ln o w w O A I U) A w w 0 r a U) W 0 � cn O� }�n [a WCO�� as o No 77824 0 0 STATE OF � �4u `. 1 •`pL -A; I 1v __ My! COMM l"\� LINKS @ CALUSA PLAN # 6102 RELEASED: 9/21/21 SHEET A2.2 UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 13S3 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VE:NTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 57 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=V-0" m W Lu Luz0= O H LJJ >�¢0 wool-- �ULUO Q�Wt-' _ J > F_W lluJ Wa¢2� _ c _ :D z LL < cz t\ Q N c n Q 3o Z O �~ 4 Q 0 r� V O a LLM Lo p O a O A w 2 w 0 U W 0 Z O!� w � [a , a o' No 778214 c e �cc STATE OF o0a 1 CO 1 UN1 , UNKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET A3.1 VVIYVI IL— 1 L— I VI IIVLJVYYIY, VL_L STRUCTURAL DRAWINGS, TYP. STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 G (RIPP CASII BY SF 2X4 KNEEWE BASE BOA PER SPEC SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-0" SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1"= 1'-0" AT FOOT OF STAIR r Ir W 'S 0 0 1- >oCQO uJ (qV�W Q Z) W F- 2 Q Y 0 I— Z �u-00U) Z Z C/) u J W J 0- a: U) ❑ 0 Q �F—Qz❑ Q O O Q O 0 0 o ma w imP44 A 0 o A � w w 0 L) U) w o� I.Lj Mn 3 a s s ,' a No 77824 e e e e � e e STATE OF ee p�e1 0��iJ q'q BIVI1� 9, C� LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET A4. I LO N BUILDING SECTION SCALE: 1 /4"=1'-0" 1 A5.1 i i IY w y.mM �OOF— >ocQO w01— U w Lu < F- 2 J cr w Y01—z �u-00U) zzzFz Ui z w Q Q J W �-_�� =u) zU- �P< qy a � O Z O O (J O W u? O Z � A O � A IM w La 0 E U in cl% 06. LLI 0a Mn �a a ®`g . �a % No 77824 0 p �p �® SPATE OFIPA ai pw tV}p''qq�ry WON COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET AS. I SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN ® 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF PLATE (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO 1/2" (MIN.) CLG. BD, STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL 12 SEE ROOF � PLAN INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. S E EL 1/2" (MIN.) CLG. BD. Ile WINDOW PER PLAN ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL —PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF WALL (REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING \—HEADER PER STRUCTURALS PROVIDE BATT INSUL. --EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER 1-1 STRUCTURAL PLANS OL TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. i DRAFTSTOPPING AS i OL TOP OF WINDOW `F PER R302.12 WHEN (REFER TO ELEV.) CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS ix6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT 8" CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO 1x2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE h 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION — SCALE: 1/2" = 1'-O" 12 SEE ROOF � PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - ix PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.G. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF I SEE ROOF PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF SEEPLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. -, TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END , HURRICANE STRAP EACH END ' , HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO OF TRUSS - REFER TO Z STRUCTURAL. STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OILTOP OF C.M.U. \' , TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) (REFER TO ELEV.) I I I I 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE EE BD. WALUM DRIP EDGE 1/2" EXTERIOR SOFFIT EE BD, WALUM DRIP EDGE EL V. E V BD. W/ KNOCKDOWN E V. 1/2" (MIN.) ---- PLASTER FINISH SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SOFFIT INSTALLED PER MANUF. SPECS (8" TYPE 'X' GYP. BD. MANUF. SPECS PEAS SSTRUCTURAL MANUF. SPECS 2X PT BLOCKING TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING 2X PT BLOCKING SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH PRECAST WIN. SILL //,SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY FROM HOUSE SEE STRUCTURAL 4" SPECS OIL 0'-0" PLANSOIL 0'-0" FIN. FL. SLOPE Sft, ON.LOPEp. FIN. FL. SLOPE FINOIL ! FL. -FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1—STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND GYPSUM BOARD z g 3 1/2" w GARAGE °- i. CV ELECTRICAL PANEL cV 00 CONCRETE N CURB REFER TO PLANS GYPSUM — BOARD 2" GYPSUM - BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL - PANEL EXTERIOR— CMU BLOCK WALL CONCRETE - CURB REFER TO PLANS FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION @UARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I z I a I I � a I I L ----- J I I I I I I I I cV I I I I I I i I I I I I I I I I I I N -----� o0 NATIONAL CODES. CONCRETE VERIFY PANEL SLAB ON DIMENSIONS PRIOR TOE CONSTRUCTION. GRADE - _...I i GRADE AT - - GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" �--FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION m W Lu WZO= O >- H >oC¢O UJ =I—Wo Lu Q � W I- 2 Q �eol-z emu.-O_OU) zzzE-Z_ LY J Q � J w a- = cr o- m c/)oOU �2ZLL(A �F-<E 00 cz n ri 1 O N (� O � a Q 0 0 O � r� V 0 � 0 co I� O U U �w (L cn 0 W-j w w O L) U) cl% U) O8 LLIcl% U lk e•, No 77824 e " & e ' STATE OF • e C MUNI LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET AS, 2 z :n z O J z :. D z r D z J L n t� 2x FRAMING FLOOR BARRICADE PLUS WRB PER SHEASP (OR APPROVED EQUAL) CG RIM BOARD REFER TO — STRUCT DWGS. 60 MIN. GRADE D / PAPER / BACKED I I LATH WALL SHEATHING I Z 7/8" 3-COAT I I STUCCOLo - T SHEATHING I: FLUSH WITH Yk f ,a,•=a°m°$ a BLOCK WALL MID -WALL WEEP SCREED/EXPANSION I I JOINT I I 6" SELF ADHERED FLASHING CEMENTITIOU / COATING BUILDING FELT ON TOP OF CONC. BLOCK �'---� UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING * TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT(CJ "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD WZI Ho. l[PZRYMONCt NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN ' VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL ►CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) "E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ;AP SHINGLE - DO NOT NAIL, qSTALL WITH ROOF CEMENT IOOF CEMENT SHINGLE ROOFING WOOD SHEATHI� BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHINi CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEI` ROOF CEMEI` SHINGLE ROOFIN "L" FLASHING -SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT OR ICE AND WATER SHIELD AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. 0 FOLD INWARD @ PT. A STEP 3 V� FOLD @ ..,�� @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE cr w i-=Cc: �00� } >cr<0 LLI 0 — Q = W 2 > Q � it OZ0W =aa:z w 0- 2 = ==zLLc/) m P < F5 QQ �cz Q¢� CZ �C 0 o Z U p to 0 0 ME" CL o w 4* wA 0 .j N� A w w 0 a U w 0 cn 0� in ❑ 4p ° e ido 77824 ; 8 B � Pq B STA. SiT ATEOF e 0 e 0. Comm I NIM LINKS @ CALLISA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET wp I U) z Q 0 06 U) z Q J w w z U) c� w IL 0 Er IL Ir w 0 0 z I— zz c� Lu J CD w m Iz x w cn w 0 z z z 0 R e it �W ��� � � �� � a WRB INSTALLATION SCALE: N.T.S. NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) c SEAL EDGE OF P.T. WOOL BUCK TO MASONRY EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3 APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. Barri,cacler Flash ! Window & Door FlashingOWN �1 Tape •Barri,cacle Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. m W >- _ °C �001=— T-Q >O w�ol— Cc U) U w w Q � w F-- _ J rr Y ® I— Z '6LLOOcn zzz~z °CaQ�-i wCL IL _ E �c/)p00 z2ZLcn �I—Qza OM O C, 0 0 V 0 LLM U 0 t) 0 O m c� "now < N O W w 0 I� Oct w w 2 w 0 I -- a U ch cvo W C] CL W cn Z� o_ .� � A O 4 ✓" d a�� WM :F � evi i ^ A� R J"J" g4 as Jtr k. 6 `G 9 a N® P7d)2. `p � g r3 . a � S A-1; OF g 4v �. .CY': �w�C. �j CSC id" + �''��• R� CO ' mu i° d LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9121/21 SHEET WPm2 i I I i I i I I i I I I i I i I I i I I i I I I I I i SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0 2" PVC CONDUIT 2-2/0 COPPER O 1-1OR COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE —d � M III III III III III — ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" HOOD RANGE ELECTRICAL KEY f DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET AR GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH 14 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION off CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) D7 ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /I-- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS ............ A 4" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE J H W WZO� w Iz0 >oC¢0 W cr W (nUW 2 � > �IrcrCC Y01-Z "6 LL O O Cn Z uj ul Z Z ~ Z Q W J J 11 -r z)W000 H ¢ Z � Q 1r C � Q a o F_ O � Q Q z oA ova 0 �O u W U U o Lo r Z V O w w O(j) z A�O 1L. ~� o j w 1„LM w O_ U) W z Z OQ �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET Elol N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Lu } 2 IY 0 O � } >OC¢O LU C, — Q?�w UJ Z:) m Ir Y 0 — z � LL 0 (/) zzzpz tY J Q J LV 0- _ D_ JcnpOU �2ZLLcn �I—QZ❑ a Z CZ OO M G O �¢ Q oO L� U a � w wa a 0im A � w w 0_ LLi U 09 c lz z a a a a a COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 9/21/21 SHEET P I 0 z_ 0 06 U) z Q J a. W W W 2 MASONRY LINTEL A55EMBL I E5 5EE 5GHEWLE AND 5PEGIFIGATION5 FOR ADVL INFO rr--Ti I LQJ+� MIN. (1) GOURSE/130NO i LSJ+� - MIN. (1) GOUR5E/BOND I i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL -- GROUT GROUT BOTTOM REINF. PREGA5T LINTEL W PREGA5T LINTEL W ' EMBEDDED REINF. EMBEDDED REINF. MB- I MB-2 TOP 0OUR5E, IF '+ �- TOP COURSE, IF I LQJ m � I LsJ I REaJ b PER ARCH. REQb PER ARCH. L---- TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. A5 REQb Z GROff GROUT Y . BOTTOM REINF. BOTTOM REINF. -- PRECAST LINTEL w/ a•. , 1 a• I PREGA5T LINTEL w/__@ -� EMBEDDED REINF. EMBEDDED REIL. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK PE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-OB/OT ----- ----- MB-2 8F8-I9/OT ----- (1) #5 MB-3 SF16-I6/IT (1) #5 (1) #5 MB-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. Do NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DE5CRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL N07E5 FOUNDATION • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 ® 52" o.c,. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT WPRESERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORO. • CONCRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'G=5000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALL5. (AS 5HOWN ON PLANS) • ROUGH OPENING5 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5GUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5FEC F I GATI ON5 (7Y10. U.N.O.) DESCRIPTION OF B1-06. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. (5) NAILS ® 4" o.c. (5) NAILS 0 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLICE q NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS s I NTER5EGTI N6 HALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BUILDIN6 CODE (5EGT1 ON 160q) LITERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXPOSURE ONLY: 140 MPH -ESP. 13 N ND I MPORTANGE FAGTOR = 1.0 NTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.15 ANY WIND SPEED/EXP05URE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION I APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR $ 5HEAR WALL SHEATH I NG 5PEG I F 1 CATIONS _ INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENI N6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED w/ PI 2y2"xO.131" NAILS © 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 2i/2"x0.131" NAILS ® 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E26E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 31v2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REGUIREMENT5. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32(6 SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL L5/32" THICK, APA RATED 5HEATHIN6b EXPOSURE I 05B OR PLYWOOD PEf ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allohable Wind Pre55ure5 03 140 MPH Wind Zone Ex o5ure E3 OPENIN6 SIZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +11.1 P5F/-Iq.1 P5F +1 1.1 PSF/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SGFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-11.6 P5F End Zone 15 defined as the smaller of 10% of least horiz. dim, or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). Pressures charted here are allowable pressures and have been reduced per A5GE 1-16 section 2,4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. 24 • ROOF SHEATHING SHALL BE 7/16 MIN. 05B/PLYWOOD SHEATHING /( EXPOSURE I. FASTEN SHEATH►N6 TO ROOF MEMBERS w/ 2 3/8"x0.I15 RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL EDGES 4 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END DRAG TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. R U55 S SHALL ROOF 5HEATHIN6 FOR MAIN ROOF TR E L EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55ES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. UPL I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 5I MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61MER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 61., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO OE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REGUIREMENT5 OF ASGE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL 5UPER5EDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. L�GENi� • ® INTERIOR BEARIN6 WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r- .-.-.71 I: • : : : : : : :1 EXTENT OF OVERFRAMIN6 •� --•INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLnONN / STRAP SCHEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGONS INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN&INEERIN6 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONII -LATEST EDITION. • DESIGN L0AD5: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS $ DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E 200 # POINT LOAD ®GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXPOSURE AS L15TED R15K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUO' GRADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS � OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS © 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05TS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=I55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 & 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5 Y4"x3Y2" SIMPSON 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. . FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUO5 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NEO BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTE5 • (5) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANOIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB wl (5) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO, seal: ,��� r G. No 77W4 // e a � ° -A STATE Or- 0. % [� s er' ♦ e \ ®e'•:�40RIC)�;-'���e``\ © copyright: Structural ngineering, Inc. LD z .J w w z c z w a + � 9Q. Z= a F_ A c.) d c. �= �E c W2 cn a =a >. CD J W Z a W ,Y p o y m LY N M&K project number: 068- 1 9029 project mgr: drawn by: issue date: REVISIONS: JSB BC 09- 1 5-2 1 ■ date: initial: ■ sheet: F- J Q W 2 UJ SW0.0 Q 0 J L.L 0 P's 2 5D- 55'-0" 1. 13'-0" 12'-0" 10'-0" LANAI 5LAB: ,� * — — — — — — — — 3 I/2" GONG. SLAB ON ��i' GRADE (2500 PSI I 12" WIDE GONG. MIN.) N/ 6x6-N1.4xN1.4 I - TURNDOWN EXTENDED MESH OR FIBER MESH I N I MIN. 12" BELOW GRADE ON q5% COMPACTED L FILL OR VIR61N SOIL. q 2 HVAC 5D-I 5D-I 3 Y2 " STEP I 5D-I UNIT ON CONCRETE SLAB: 3 y2" GONG. 5LAB ON GRADE (2500 PSI MIN.) N/ 6x6-NI.4xNl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIRGIN SOIL. 10'-2 1/4" •I �Wxl(b" THICKENED 10 5LAB UNDER 5D-I BEARING WALL • I (TYP.) 2 5D- • •' m 0 N 5.6.D k RECESS PER —� MANUFACTURERS INSTRUCTION � I NOTE: REFER TO BLOCK PLAN FOR ALL DONEL i LOCATION DIMENSIONS. 181_6 If �— -----3 yen STEP - STEP VARIES I i I I 5D-I I 6 5D-I, r I L GARAGE SLAB: 3 /2" GONG. SLAB ON GRADE (2500 PSI MIN.) N/ 6x6-N1.4xNI.4 MESH OR FIBER MESH OVER 6 MIL, POLY ON q5% COMPACTED FILL OR VIR61N SOIL. 24"x24"xl2" PLAIN GONG. FT6. N/ TOP OF FTl 12" BELOW TOP OF HOUSESLAB (TYP. OF 2) J 15'-6" SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (IIxI1 SHEET) I I• I • • V 2 5D- I LE6ENi7 ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL M -. -.-i I: :I EXTENT OF OVERERAMING • -- -—INDIGATES 1/8"A" 5AN GUT GONTROL JOINT INDIGATE5 LOCATION OF REINPORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES 8 FP 77824 824 ` � •�.n 1 er 1 6 1 STATEOF p9 a .® t.� © copyright: MUL404 UnAO\� Structural Engineering, Inc. z Z JW W W z_ 0 r z W J i E z� v Cn •� j ZQ a. ,J Cl) CD z W ti � O � Cl M th W C N C+7 C1 Mir M&K project number: 068-1 9029 project mgr: J S B drawn by, BC issue date, 09-1 5-21 REVISIONS; date: initial; d 0 a O .a LL LL.i U' � z 0 � a Q Z p 0L d U (J� LLJ J J sheet: Fm 1.o on I-, 35'-0" 11-21I 61-211 1 i 41-0II :. 31-2 I' 5'-211 I r— I 1 LEGEND • ® INTERIOR BEARIN6 HALL • _ _ _ _ BEARIN6 HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEAfRHALL I: • : : : . : : : I EXTENT OF OVERFRAMIN6 L;___J a-- ---- --"- ----------INDICATE5 1/8"A" 5AH GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL DETA I LB REINFORCEMENT MARL: DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I SFS-OB/OT ----- ----- M13-2 81=8-I13/0T ----- (1) #5 M13-3 8FI6-I13/IT (1) #5 (I) #5 M13-4 SRFI4-I13 ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REGURIED. 5. ALL LINTEL5 SHALL HAVE: 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW MABONR`I' LINTEL ABBEMBL I EB 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr-71 - rr-1 1 �� MIN. (1)GOUR5E/BOND 1 �+— MIN. (I) GOUR5E/BOND 1 LQJ 1 BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REINF. I I PREGA5T LINTEL w/ PREGA5T LINTEL W #_a EMBEDDED REINF. EMBEDDED REIN. MB-1 MB-2 TOP OXR5E, IF TOP GOUR5E, IF I LQJ I REQ'D PER ARCH. v : : REQ'D PER ARCH. �----� TOP REIN. OR CONT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQD f 6ROUT 6ROUT BOTTOM REIN. BOTTOM REINF. PRECAST LINTEL w/ �...., EMBEDDED REIN. — PRECAST LINTEL w/ � � -f--"--t- EMBEDDED REIN. MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES / seal: � ti G. rp. ''///� 444, No %%824 ° e STATE OF ,a 4u © copyright 'Ql,!}fl3tN it+1�F� Structural Engineering, Inc. LD Z J� w w Z z i z w IS LZ J W cc E tm EE co M 1z Q Q A J�CD z CD W 0 IO � y m W C N f'M O. M&K project number: 068-19029 project mgr: JSB drawn by: BC issue date: 0 9-1 5-2 1 REVISIONS: date: initial: Q a 0 J - � iL I W Q t� 0 x a CO CO Q Z) BJ OGK PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) 1~ SCALE: I/8".=1'-0" (Ilxl'i SHEET) � � U I 0 L' x ►J 0 �.. LIJ JJ sheet: Fo42.0 Qr-,&P I &t\l4l np(-)Ppr-n RF.4MG. 2) LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I: :I EXTENT OF OVERFRAMIN6 L _ _ _ J 9-- --- — —INDICATES 1/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. HOLI;)CM / STRAP 5CHEDULE SYMBOL SPEGIFIGATION FASTEN BUILT—UP P05T5 SUPPORTING ROOF O.T. TO GMU WALL w/ (1) 5IMP50N M5TGM40 STRAP w/ (12) Y4" 5T—I DIA x V4" LONG TAPGONS INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT—UP POST, U.N.O.) ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYHOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RIN6 SHANK NAILS (R5RS-01 OR EQUIV) ® 6" O.G. AT PANEL ED6E5 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKINS ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 6 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I r-T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 5IMP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON WOOD STUD HALL/WOOD BEAM ALL 5IMP50N HT520 51116LE ROOF TRUSS OR PORCH ALL 5IMP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI(b FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTORS IN ACCORDANCE KITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES & SGHEDULES f seal: ,`�`�� 1I I I I I II - I , ,'� Go No 7 er®24 o Y44 0 9 ) STATE OF age 0� © copyright : 9 Structural ngineering, Inc. z _J w w Z c C" z w J + aa. < Z= ¢ F— �_ c W F- E °' � X m E a JH Q aD CD Z -a o W c Y 2 y W m _ � N cc Co Q. 7 M&K project number: 068-1 9029 project mgr: J S B drawn by: BC issue date: 09- 1 5-2 `j REVISIONS: date: initial z P" J d a Q 0 J Z LL w Q 0 z 0 a LL IL r1r, Q 0 � 2N� FLOOR FRAMING PLAN 0 SCALE: 1/4'*'-0" (22x34 SHEET) U SCALE: I/W=l'—O" (IlxI 1 SHEET) LL .~ W Lo U? z 0 Z Z N Ld j j sheet Sm 1.2 ���I'VWelYrS','�idumulYd�n�w.. -u.�i WWi�I�.i���14�Vl.i�llu"IhIJ�I�,u'�Il�l��idl�.�.�lJId14J�4L1�6,�.�111�"lll�li�lliYWw=I�.,li.iL+.iVl.1L:�1.diLlillylY,�'�WIL�k�IWIrW�WW�IWWIY6Y�W�„luiul�h,hu::_.. :...�, ,y;i,h ��dil��ililll �Mt�� u��..�., � � ���� �� ��� �� ��••�•�•••��•••,,,•• w H °o 0 0 r— ROOF FRAMING FLAN SCALE: 1/4"= I'—O" (22x34 SHEET) SCALE: 1/8"=l'—O" (IlxI 1 SHEET) I LEGEND • = = = = = BEARING WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARNALL I: • ::::::: I EXTENT OF OVERFRAMIN6 •------- — -- _,..,.----INDICATES 1/5"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. ROOF FRAM I NO • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN, 05B/PLYWOOD SHEATHING 24/b, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"xO.113" RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 i ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55ES w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUS5 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UAL I fT GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' SIMP50N H2.3T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES $ SGHEDULES seal* ,dam �' •° � `� ��'° '�°°..� ido 77524 e� e @Q1m ® `e STATE Or ®//,1; O flfl1'Aii Le.. ®®�o © copyright : MUL�ERN & ��LP Structural Engineering, Inc. z Z .J w w z z z w L Q ZF- F— at � WF- C 3 J JF Z W N7 W C M&K project number: 068-1 9029 project mgr: J S B drawn by: BC issue date: 0 9- `I 5-2 `I REVISIONS: date: initial: 21 z 0 U. � w ui U Q z 0 a Q J LL LL p � rn cn 0 2 f-� �e LL, J J sheet: Sw 1.3 FILLED CELLS (SEE PLAN) (V/AMMv= @CORNER 8" GMU BLOCK (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F GONG. OR PAVER GARAGE WALL z_ d .. DRIVEWAY BEYOND - - O GRADE III —III —I I I— I—III—III- -1 I I=III=>YI III °° � II —I I IIII—I � I= (SE PLAN) AB o III III I I I I I I QI I I III I I I IIII I I I I./-6ARA6E , I- 16"x8" THICKEN. EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL. SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN, 50" GROUT CELL 5OL11 x z f� as (3GRADE ry I 1 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. Ill—� I III —III = IIIII i I I (SEE PLANS FOR LOCATION) 11=III=III—III—I - GLEAN GOMPAGTED III =III FILL ®q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GARt6E CURB i1ETAIL SCALE: 8" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL. THRESHOLD —\ SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ° � a PER MANUF. ° a. c7 1—III g � III —I I GLEAN COMPACTED` FILL ® 15% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OU75WING I$ 56D POURED 51LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) mw MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL @ q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS P00TI NCG 5ECT1 ON N BLOCK PETA I L SCALE: NTS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) cz v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° III —III —III_ III—III=I I I=1 a I I I—III=III=1 1= _ ` d . II—III—II1 I- —"'—"' MONOLITHIC 71,IIII 11FI r 111 � 111—'''- GLEAN COMPACTED III— FOUNDATION W (2) #5 FILL ® 15% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DITA I L 6 SCALE: rrr5 Y2"Nxb" LONG PRE55URE SIMPSON TITEN HD TREATED BOTTOM SGRE15 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL ,. . UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRIGANE CLIPS, AND ANCHOR 13OLT5 ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. �INT.BEARING HALL P00TI NG PETA I L ATIO/PORGH/LANAI 5LA13 (SEE PLAN) 8"x8" THIGKENED — SLAB W/ (1) #5 GONT. DMCKENEI7 E7CGE DETAIL ALUE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z d ' 1= - EXP JOINT - v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (SEE PLAN) �_Ila a rA, < =—IIIIII==1I a°. I 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 1-11—III—I I 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY HIP TH W/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR NALL @ PORCH/FATIO/LANAI DETAIL SCALE: NTS y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. XY J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 52" O.G. 2 11. (6" MIN. EMBED) LU STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP $ PLT. BOT. O .4 �. ° °pd (2) #5'5 GONT. W/ —� 8" 8" 3" MIN. GLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARA6E STEP DOAN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_c< L �o O RARE 111=I I I=117111- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° `III III —I I I —III —III —I � ``.11-III-III-III- III—I PVC CHASE SLEEVE TO BE ' I-i III-11 1 III —I —I TWICE THE DIAMETER OF o � I; III —III--- =—III—_I I PROTECTED PIPE GLEAN COMPACTED FILL @ q5% III' MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 EARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH�SE Z7ET� I L S SCALE: NTS seal No 77824 / / sTxrE OF a 0 % © copyright: MULH�RPtA R Structural Engineering, Inc. aC- z .J LU w w Z c C7 � z w a J ` < .n f— MM C C LUa) m a Q. JZ y m L6 W p .-- N M&K project number: 068-1 902,9 project mgr: ,J S B drawn by: BC issue date: 0 9-1 5-21 REVISIONS: date: initial: sheet: d 0 a 0 J L' W � Ca z 0 O d UJ � Lox � LLI z J J SCALE: NTS SCALE: NTS SDw 1 PROVIDE SOLID SHIM BETW'N TRU55 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"0.113" RING SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPEGIFICATIONS, SECTION 3 SCALE: 3/4"=1'-0° 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO SOLE - PLATE LADDER TRUSS. FASTEN LADDER- TRU55 TO EA. BLKG PANEL N/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2"x0.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM N/ 5IMP50N HETAI6 EMBEDDED STRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FAGE OF TRU55 VERT WALL REINF. TO EXTEND INTO.BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL N/ (1) #5 BENT DOWEL N/ 24" LEGS FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 N/ 3"0.131" NAILS @ 6" O.G. FASTEN FLOOR FLOR TRU55E5 5HT6. TO FIRST -PER-!PLAN TRU55 N/ 3"x0.131" NAILS @ 6" o.c. 2x4 (MIN.) 5PF #2 BLOCKING AS SHOWN AT 48" ox_ FACE NAILED TO TRU55 TOP � BOTTOM CHORD N/ (4) 3"0.131" NAILS. W GMU BOND BEAM W/ (1) #5 GONT. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"0.113" RING SHANK NAILS 6" O.G. w 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - FASTEN ROOF SHEATHING TO 2x LEDGER N/ 2 3/a"xO.113" RING SHANK NAILS @ 6" O.G- ROOF TRUSSES PER PLAN ---\ FASTEN EA. TRU55 TO LEDGER N/ 5IMP50N H2.5T 2x LEDGER -REFER TO "ROOF FRAMING NOTES" (U.N.O. ON PLAN) . PROVIDE 5IMP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (@ Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTIGAL OR TO BLOGKING/RIBBON SECTION �5 SCALE: 3/4"=1'-0" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR SPEGIFIGATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE N/ (5) 3 Y4"x0.131 " TOENAILS 2x6 BLOCKING IN EA. TRU55 BAY FASTENED TO EACH GROSSING STUD N/ (3)3)44"0.131" NAILS SEE DETAIL 37 FOR ADDITIONAL CONNECTION INFO 5HT6. FASTENING 2x4 ® 16"O.G. FASTENE-I- TO GABLE END TRU55 N/ (20'xO.131" TOENAILS. GYPSUM BOARD --- PER ARCH FOR FIREPROOFING GABLE END VERTIGAL WEB REINFORGING AS REOURIED BY TRU55 MANUF. 3 )/4"xO.131" TOENAILS @ 12" O.G. GONNEGTING BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHO GABLE END TRU55 TO PLATE WITH 5IMP50N A GLIPS ® 32" O.G. FASTEN BOTTOM OF 2x BRACE TO DBL. TOP PLATE N/ (1) 5IMP50N H (2)3 Y4"xO.131" TOENAIL FASTEN 5HEATHING TO 2x4- BLOGKING N/ 2 %"xO.113" RING SHANK NAILS @ 4"O.G. ROOF 5HTG SHALL BE GONT. 24" MIN ONTO. ROOF RD OF- L2x4 BRACE w/2x4 T-BRACE, TOP SPACED ® 4'-0" O.G. MAX. 35 FASTEN 2x4 TO 'T' N/ 3 Y4"x NAILS @ 12" O.G. (NOT REO'D AT TRU55 HEIGH 4 4'-1" OR SHORTER) 5 T 26 SECTION SCALE: 3/4"=1'-0" FASTEN TOP GHORD OF END TRU55 OR 2x4 NAILER THRU WALL SHEATHING TO EXT. WALL STUDS N/ 3NO. 131" NAILS @ 16" O.G. FLOOR TRUSSES -SEE PLAN W GMU BOND BEAM W/ (1) #5 GONT. - SECTION 2x4 BLOCKING N/ (3)3 Y4"x0.131" TOENAILS EACH END x x x (4) 3 Y4'x0.131" NAILS PROVIDE 2x4 BLOCKING @ 4W O.G. IN FIRST (3) BAYS OF ROOF TRUSSES -GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOCKING N/SGREWS /NAILS @ 6" O.G. FASTEN ROOF SHEATHING TO END TRU55 OR 2x4 NAILER N/ 2 Y2'xO.131" NAILS @ 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTIGAL OR 2x RIBBON N/ 3"x0.131" NAILS @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM S" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO - SOLE PLATE 2x GONT. RIBBON (TOP $ BOTTOM) FASTEN TO EA. TRU55 VERTIGAL N/ (2) 3 Y4"xO.131" NAILS 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 5IMP50N HETAI6 EMBEDDED STRAP ® EAGH TRU55 (@ Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTIGAL OR TO BLOCKINWRIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SECTION 3� SCALE: 3/4"=Ib" VALLEY SET OVERFRAMING FASTEN EAGH OVERFR TRUSS TO TRUSS BEL01 WITH (1) 5IMP50N VTGR 24" O.G. PROVIDE SOLID SHIM BETW'N TRUSS $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON N/ 3"0.131" NAILS ® 6" O.G. 4 SHEATHING TO GONT. RIBBON N/ 2 Y2"xO.131" NAILS @ 6" O.G. FLOOR TRUSSES -PER PLAN W GMU BOND BEAM W/ (1) #5 GONT. TYP I CAL OVER�RAM I NG CONNECTION DETAIL 50ALE: N.T.S. IN ROOF SHEATHING N ROOF TRU555 f/,/ seal: ��`` G.�°i * ; No 77824 • � � �gq STATE OF �o�? NAL 'Ie� © copyright: WA1104 940ffi\, Structural Engineering, Inc. oCD z z JFC w w Z_ c Cn �900z wa aQ,. J Z= Q� 1-- U . Q -C4-UJ t� � Cn c a m j J m J� Z CD CD Mo W p Y o _ 2 W C CV �. M C1 M&K project number: 068-19029 project mgr: J SB drawn by: BC issue date: 09-1 5-21 REVISIONS: date: initial: Q ALL LAPS IN MASONRY 25" NOTES: a -BOND-BEAM �- I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF U� 0 RUNNING BAR WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3i(y"x4" TAPGONS 6" I FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM EDGE OF ,_, LL BUCK. UQ T T T HEADER T 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. W STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN Z } THIS GASE. W _ Q 0 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X a BUGKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. T EA. 5000E551VE BUCK. ►---I v I 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING 7:. BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. W :E ) GROUTED CELL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) BUCK SPECIFIED ROWS OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER T BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. lJ MANUFACTURER TYP. CORNER VERT. WALL W 'Q RE I NI CRC I NG OETA I L SCALE: NTS WI NVOND00R BUCK DETAIL � H SCALE: NM 0 Z W JJ LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD2 — BOND —BEAM ONTIN. PRECAST HEADER _T W GMU PIER ENTIRE COLUMN TO BE OROUT FILLED GA5T-GRETE GA5T-GRETE NINDON SILL, NINDON 5ILL, OR EGUIV. OR EGUIv. DOUBLE AINDOA I � �1'1 I � �11 I � I �11 I �Tl �1� FLI iqlv om 9� Im. NOTES: 1. UTILIZE 2-PART EPDXY OR OTHER ENC71NEER APPROVED EOUAL (I.E. 5IMP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR SEE TTP. FOUNDATION DONEL, BLON OR BRUSH CLEAN. DETAILS FOR ADDITIONAL 3. FOLLON MANUF. INSTALLATION INFORMATION NOT 5HONN INSTRUCTIONS. HERE FUTURE b" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN I !T," � — \\ 11 111 , DRILL 61 INTO EXIST'6 �,�! IN 6ROUTED CELL SLAB, EPDXY 4 DRIVE < #5 DONEL, PROVIDE MIN. C) 50" LAP SPLICE n 1z GRADE Im M155ED DOAEL RETRO�IT DETAIL vALr:: NTs SIM. @ CMIJ STEM FOR DROMPED 6WE ( ) MEN SEE DETAIL I ON STRUCTURAL PLANS FOR AnDITIONAI CONNECTION INFO NOT 5HOViN HERE FASTEN EA. ROOF TRU55 TO GMU W 5IMP50N M5TMI(q TN15T STRAP. FASTEN STRAP TO GMU N1 (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GRENS PROVIDE M015TURE BARRIER PLATE (PEP, TRU55 MANUF) @ EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GMU W (3) Y4" DIA. x 5 Y2" LONC7 TAPCON5. FASTEN BLOGKINry TO ROOF TRUSSES W (2) 3 Y4"xO.131 " NAILS @ EA. END. 4x6 P.T. P05T PROVIDE (1) 5IMP50N L5TA18 STRAP ON EACH .......... EXTERIOR FACE OF POST, q" MIN END LEN6TH DROPPED BEANS PER PLAN REAR NOOP LANAI 7YF. BEAM TO P05T CONN. WALE: 5/411=11-011 FASTEN EVERY OTHER TRU55 (W NEB BLOGKINC7 AS REOV) TO 2x BLOGKINC7 v41 (1) 5IMP50N A35 CLIP — SEE DETAIL 31 ON STRUCTURAL PLANS FOP, ADDITIONAL CONNECTION INFO NOT 5HONN HERE PROVIDE 50LID BLOCKIN6 AS REQV FOR STRAP FA5TENIN6 FULL DEPTH BLOGKIN& OSB (MIN), 1%" LVL OR TRU55 FLOOR TRUSSES E3LOGKINC7 PEP, MANUF) @ 4W -PER PLAN O.G. FASTENED TO 2x BLOCKIN6 x W (1) 5IMP50N A55 GLIP---,: FASTEN EVERY OTHER TRU55 TO GMU N1 SIMPSON MT5MI6 TN15T STRAP. FASTEN STRAP TO GMU N/ (4),V4" DIA. x 2 J/4" LON& TITEN 5CREN5 2xb FLAT BLOCKIN6 (BETVIEEN TRU55E5 - 16" MIN. LEN6TH) FASTENED DONN TO GMU W (3) YW 0 IA. x 3 YY LON6 TAPCON5 @ EA BAY. FASTEN RIBBONL, THRU HALL 5HTC7., TO 2x BLOGKIN6 N/ %4"xO.151" NAILS @ 5" o.r,. (5) 5IN6LE PLY 2xI2 SOUTHERN PINE #2 (OR BETTER) 5TRINC7ER5 (1) 5IMP50N A35 CLIP @ EA. 5TRINC7ER 2x(b P.T. BOTTOM PLATE FASTENED TO CONCRETE W (3) %" DIA. x 3Y2" LON6 TAPGONS 10, OZ�I �Vi �FT v . `�� r-AC-7r-ki M1 n1'V1K1,1_ T/I rMH / C,1MOCnhi MT5MI(b TN15T STRAP, FASTEN STRAP TO GMU v41 (4) J/4" DIA. x 2 Y4" LONC; TITEN 5GREN5 2xb FLAT BLOGKIN6 TO EA. 51DE OF 0513 BLOGKINC7 (16" MIN. LEN6TH) FASTENED DONN TO GMU v41 (3),144" DIA. x 5,V2" LOW, TAPCON5. FASTEN LADDER TRUSS, TO 2x BLOGKINC7 N/ 5'0.131" TOENAILS @ 3" o.(,. 1�7 �I I_T 0 SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOV4N HERE FLOOR TRUSSES -PER PLAN FLOOR TRU55E5 (5EE PLAN) FLOOR C7.T. - PROVIDE VERTIGAL5 OR 50LID BLOGKINC7 EA. 5TRINC7ER LOCATION LETTERED DETAILS ARE TYPIGAL FOP, NUMBERED DETAILS ARE PLAN TH15 HOME � SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REOUIRED ALL APPLIGABLE AREAS. THESE HHERE SPEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal:: G R A?/ LNO 77 24 TN_ CC i E OF 'ge copyrigfi(1,-MULI­iE`R!'N­�- , JWA"�' 0 (D . z U.J UJ z C.D z + _J L<u z L) WF_ W _J z LU CO2 Idw IV C14 C=) CD E A -.d- Zz _v1_ cu _C_ Iz Q) > A 0 2 M ce) M M&K project number: 068-19029 K p ject n p J. roject mgr: JSB drawn by: BC issue date: 09-15-21 REVISIONS: date: initial: Cz (n 0 LL Ld LLJ 12 z 0 x CL (n K� LLJ Lo (f) 0 Z LLI J J sheet: SDm3 4 a PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR TONNHOU5E GON5TRUGTION, NITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) 1. NOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE NITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO (5001) PRACTICE FOR HANDLING, INSTALLING, RESTRAINING $ BRACING OF METAL PLATE CONNECTED NOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRACING: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIEE) PLYNOOP/0513 SHEATHING. IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PUIRLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DESIGN. 5. E30TTOM CHORD BRACING: a. THE 130TTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.H.B. CEILING 4. NE5 MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TPIU55 MEMBERS (NEE35, VEPITIGAL5) THAT REGUIRE LATERAL BRAGINWRE5TRAINT. a 'T' OR 'L' BRACE: HHERE BRAGIN6 15 REOUIRED AS INDICATED ON SHOP DRANIN6, UTILIZE TOR'L'BRACE5 (REFERENCE BGSI-133 FIGURES E33-18 $ E33-1q). SHOP APPLIED REINFORCEMENT PER E3051-B3 FIGURES E33-22 4 E!6-23 15 ACCEPTABLE. s 'T' $ 'L'REINFORGINC7 MATERIAL SHALL MATCH THE SIZE OF THE �IEWVERTIGAL MEMBER. a 'L'4 'T'REINFORGIN6 TO BE A MINIMUM OF L10% OF THE LENGTH OF THE NEEVVERTIGAL MEMBER. a FASTEN 'L'OR 'T'REINFORGIN6 TO KEB/\/ERTIGAL 1AV 16GI GUN NAILS (0.1310 1/2") AT 61, o.C. b. CONTINUOUS LATERAL BRACING ALTERNATE: NHEN THREE (3) OR MORE SIMILARLY CONFIGURED ROOF TRUSSES ALIGN, CONTINUOUS RON5 OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L'OR'T'BRAGE5. * CONTINUOUS IRONS OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. IRONS SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION NEE, N/ (2) 16d GUN NAILS (0.1510 1/2"). e CONTINUOUS LATERAL BRAGIN6 SHALL 13E RESTRAINED BY 1)IA6ONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF'5TU0'(5RADE MATERIAL), TH15 BRAGIN615 TO BE CONTINUOUS. PROVIDE ONE RON OF DIAGONAL BRACING AT VERTICAL NEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE ENE) NALL 4 ADDITIONAL DIAGONALS AT 20'-0" AS REGUIRED. DIAGONAL BRACE NAILED TO OlIP051TE PROVIDE (2) I(od NAILS 51DE OF NE13 AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYNOOV/0513 A ROOF SHEATHING COMPRESSION NE13 (SLOPING OR VERTICAL) LO \\(:D/ (D 0 (B DTO -0 �(g- GOMPONENT � GLADDIN6- PRE55URE ZONE5- GomponenL5 � Gladding Hind Prea5ure5 UP TO 140 MPH Nind Zone Ex,p. B, Ri5k Gat, 11 Endo5ed, 0.15 Int. Pre55ure Goeff. MEAN ROOF ZONE PRESSURE5D ZONE PRE55URE5@ HT: 25 FT. (P5F) (P5F) ROOF (HIP) (D +14A -26.6 (D +14A _5613 200 TO 210 (�� I +14A _36.8 (�) +14.q -36.8 (D +14.q -28.5 (2D +14A -45.1 ROOF +14,q -28.3 +14,q -45.1 (6ABLE) 200 TO 210 +14A -45.1 +14.q -53.6 +21.2 -22A NALL5 +21.2 -28.3 NOTE-Pre55ure5 chorted here ore olloNoble pre5eure5 ond ore permitted to be converted per A5GE 1-16 5ertion 2.4.1 to got an equivolent ultimote lood pre,55uro. Divide olloNoble pre5qureq by o fortor of 0.6 to obtoin ultimote preqsure5. Voluer, oro bo5ed on Pqor5t Go5e Ecenorlo of 10 p5f (eff. orea). Refer to note5 on 5-0.0 for roof/PqoII noiling requirement5. seal: G. No 77824 STATE OF 4, to N Abu copyright hau FR W S c truA 411110del& Irc, a(D nz MJ R LU Z C14 CM CD C:) Cn z L<u CL + CD zC= -0 E A UJI >D A < I CD CD z LU M CD go ,e 2 M LU - C=) co M 19F M&K project number: CONTINUOUS LATERAL BRACE 068-19029 ALTERNATE 0 (3) OR MORE r e mgr: drawn by: BC J ADJACENT 51MILAR TRUSSES (SEE .......... .......... .............. ................. INVIV. TRU55 SHOP DRANIN65 ...... ..... . . . . ... . . . . . . . . . . . . . . . . .......... . . FOR LOCATIONS) 2x 5TRON66ACK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: 09-1 5-21 -7 AT TO KEEP EVEN 5PAGINC 12 1 BOTTOM CHORD (NOT REOV FOP, STRUCTURE) REVISIONS: date: initial: GONTIN. LATERAL BRACING TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY AS 5HONN 6N5 CEILING SECTION 13-13 ALTERMTE WTHOP HIM (3) OR MOFM 51MILAR TMSSES ARE 6RCJPEP L%rn a q n NEB MEMBER REQUIRING BRACING AS INDICATE]) BY TRUSS MANUFACTURER 2x 5TRON65AGK 2x 5TRON65ACK5 MAY BE INSTALLED FOR GON5TRUGTABILITY (NOT REG'D FOR TO KEEP EVEN SPACING At STRUCTURE) 0 IE330TTOM CHORD (NOT REG'D FOR 5 TRUGTURE) DIRECT -APPLIED PLYND/05B - DIREGT-APPLIED \-'L'OR'T'I3RAGIN6 0 :0 6NB CEILING NE55 DESIGNATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION cz PERMANENT TRU55 < 5RACINC7 r�ETAIL5 $ NOTEB 12 WALM NONS VIWT APPLIED CEILM 0� 0Q 0 J LL Ld W (D LLI z 0 U) Lo :D J U D LLI Lr) W 0 Z J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REOUIRED ALL APPLICABLE AREAS. THESE ViHERE 5PEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBm I A